annex i - railway procurement agency...1.2.2 this report describes the baseline traffic environment...
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Annex I
Metro North EIS
Information supporting the traffic chapters - Baseline traffic report
Alterations to Baseline Report 1
Information Note
Project Title: Metro North EIA
MVA Project Number: C8103900
Subject: Alterations to Baseline Report
Note Number: 1 Version: 1
Author(s): Emma Healy
Reviewer(s): Ian Byrne
Date: 06 August 2008
1 Alterations to the Baseline Report
The Metro North Baseline Report was issued in November 2007. During the subsequent period
the proposed scheme has developed and evolved and as such, a number of alterations to the
proposed scheme have been made. These include name changes for stops and the expansion of
the line northwards to Belinstown. A fixed terminology has also been agreed when referencing
certain aspects of the proposed scheme. The following table outlines the textual, formatting and
technical changes adopted since November 2007.
November 2007 August 2008
Lissenhall Stop as the northern most stop on
the line
Extension of the alignment further north
of the Lissenhall Stop to the Belinstown
Stop.
Lissenall is now designated as a future
stop (similar to the Estuary Stop).
Park and Ride site located at Lissenhall Stop Park and Ride site relocated to Belinstown
Stop
Santry Demesne Stop Santry Demesne Stop now called
Northwood Stop
Metro Park Stop Metro Park Stop now called Dardistown
Stop
Area 1, Area 2, etc Area MN101, Area MN102, etc
2013 and 2028 future years 2014 and 2029 future years
Information Note 1 Version: 1
Alterations to Baseline Report 2
Do-Metro Do-something
References to ‘Metro North’ All references to 'Metro North', excluding
those relating to the Metro North Traffic
Model (MNTM), replaced with 'the
proposed scheme' or 'the proposed
alignment'
Footnotes Footnotes integrated into text
No accident data Accident data available and included in the
Baseline Summary
No traffic volume data Traffic volume data available and included
in the Baseline Summary
No off-peak data Off-peak data available and included in
the Baseline Summary
Appendix A - AM Peak Traffic flow data tables Appendix A - Updated AM Peak traffic flow
data tables.
Text within the Baseline Report must be
revised to reflect the updated flow data.
Appendix B1 and B2 – MID and Pedestrian flow
analysis
The former Appendix B1 and B2 now
become Appendix C1 and C2
No Off-Peak traffic flow data in Appendix The Appendix B - Off-Peak traffic flow data
tables
Metro North Environmental Impact Assessment Baseline Traffic Report
Report for RPA
In Association With Environmental Resource Management
November 2007
Document Control
Project Title: Metro North EIS
MVA Project Number: C8103900
Document Type: Report
Directory & File Name: G:\Contracts\Live\C8103900 RPA Metro North\01 RPA Traffic
Assessment\Reports\Baseline Report\To ERM Baseline Traffic Report
1.13.Doc
Document Approval
Primary Author: Ciaran McKeon
Other Author(s): Emma Healy, Sean Kearns
Reviewer(s): Ian Byrne
Formatted by:
Distribution
Issue Date Distribution Comments
1 08/11/2007 Ian Byrne 1st Draft
2 3/12/2007 Ian Byrne 2nd Draft
Baseline Traffic Report i
Contents
1 Background 1.1 1.1 Metro North Background 1.1 1.2 Metro North Environmental Impact Assessment 1.1 1.3 Traffic Impact Assessment Approach 1.1 1.4 Traffic Model Development 1.2 1.5 Structure of Report 1.3
2 Terminology and Study Area 2.1 2.1 Introduction 2.1 2.2 Definition of Base Year Scenario 2.1 2.3 Definition of do-minimum 2.2 2.4 Definition of Study Area 2.2
3 Planning Policy and Objectives 3.1 3.1 Transport Context 3.1 3.2 Transport 21 3.1 3.3 Fingal County Development Plan 2005 – 2011 3.1 3.4 Dublin City Development Plan 2006 to 2011 3.2 3.5 Ballymun Regeneration Masterplan 3.2 3.6 North Ballymun Local Area Plan (LAP) 3.3 3.7 Dublin Airport LAP (Masterplan) 3.3
4 Baseline Assessment Methodology 4.1 4.1 Introduction 4.1 4.2 Determination of Baseline Data requirements 4.1 4.3 Traffic Model Development 4.2 4.4 Description of Baseline Traffic Conditions 4.4
5 Baseline Traffic Conditions (2006/ 2007) 5.1 5.1 Introduction 5.1 5.2 Baseline traffic conditions, strategic level 5.3 5.3 Baseline traffic conditions, Metro North alignment areas 5.7 5.4 Area 1: Lissenhall to North of Pinnock Hill Roundabout 5.7 5.5 Area 2: North of Pinnock Hill Roundabout to south of Naul Road (Dublin Airport) 5.14 5.6 Area 3: Dublin Airport 5.19 5.7 Area 4: North of Old Airport Road (running parallel to the airport) to north of Ballymun
Road/ Santry Avenue junction 5.26 5.8 Area 5: North of Ballymun Road/ Santry Avenue junction to Ballymun Road at Hampstead
Park 5.30 5.9 Area 6: Griffith Avenue, Drumcondra and Mater stops 5.37 5.10 Area 7: Parnell Square, O’Connell Bridge and St. Stephens Green stops 5.43 5.11 2006 Modelled Traffic Speeds for Full Metro North Alignment 5.59
1
Baseline Traffic Report ii
6 2011, 2013 and 2028 Do-Minimum Traffic Conditions 6.1 6.1 Introduction 6.1 6.2 Transport Infrastructure Developments 6.1 6.3 Future Land Use Changes 6.7 6.4 Modelled Future Year Traffic Flows 6.7 6.5 Modelled Future Year Traffic Speeds 6.7 6.6 Future Developments along the Alignment 6.8
Tables
Table 5.1 Bus priority measures in Area 1 9 5.12 Table 5.2 Bus priority measures along R132 in Area 2 10 5.18 Table 5.3 Car Parking at Dublin Airport 5.20 Table 5.4 Bus priority measures in along R132 in Area 3 5.23 Table 5.5 Main off-street car parking locations in Ballymun 5.32 Table 5.6 Area 5 Schools 5.32 Table 5.7 Bus priority measures along the Ballymun Road in Area 5 5.34 Table 5.8 Bus priority measures along the Swords Road/Drumcondra Road in Area 6215.41 Table 5.9 Dublin City Centre car parks affected 5.47 Table 5.10 Stillorgan QBC 5.51 Table 5.11 Ballymun QBC24 5.51 Table 5.12 Main Permanent Taxi Ranks within Area 1 5.53 Table 6.1 Additional Public Transport Projects planned in Transport 21 and estimated to
be operation in 2011 do minimum scenario 6.2 Table 6.2 Additional Public Transport Projects planned in Transport 21 and estimated to
be operation in 2013 do minimum scenario 6.2 Table 6.3 Additional Public Transport Projects planned in Transport 21 and estimated to
be operation in 2028 do minimum scenario 6.3 Table 6.4 Proposed Future Road Infrastructure Changes 6.5
Figures
Figure 2.1 Metro North Study (Metro North Traffic Model) Area 2.3 Figure 2.2 City Centre VISSIM Model Area 2.5 Figure 2.3 Swords R132 VISSIM Model Area 2.6 Figure 5.1 Metro North transport assessment areas 5.2 Figure 5.2 Area 1 Map 5.9 Figure.5.3 Swords QBC alignment in Area 1 5.11 Figure 5.4 Area 2 Map 5.15 Figure 5.5 Swords QBC alignment in Area 2 5.17 Figure 5.6 Area 3 Map 5.21 Figure 5.7 Swords QBC alignment in the vicinity of Dublin Airport 5.23 Figure 5.8 Area 4 Map 5.27 Figure 5.9 Area 5 Map 5.31 Figure 5.10 Ballymun QBC and Swords QBC within Area 5 5.34 Figure 5.12 Area 6 Map 5.38 Figure 5.13 Ballymun QBC within Area 6 5.40
1 Background
Baseline Traffic Report iii
Figure 5.14 Area 7 Map 5.45 Figure 5.15 Dublin City Centre Outer and Inner Orbital Routes 5.46 Figure 5.16 2006 QBC Network 5.49
Appendices
Appendix A Traffic Flow Data AM Peak
Appendix A1 General Traffic Flows for 2006
Appendix A2 Modelled Traffic Flows for 2011
Appendix A3 Modelled Traffic Flows for 2013
Appendix A4 Modelled Traffic Flows for 2028
Appendix A5 Modelled Do-Minimum AM Peak Average Speeds
along Selected Corridors
Appendix A6 Modelled Do-Minimum AM Peak Average Network Speed by Area
Appendix B Traffic Flow Data Off Peak
Appendix B1 General Traffic Flows for 2006
Appendix B2 Modelled Traffic Flows for 2011
Appendix B3 Modelled Traffic Flows for 2013
Appendix B4 Modelled Traffic Flows for 2028
Appendix B5 Modelled Do-Minimum Off-Peak Average Speeds
along Selected Corridors
Appendix B6 Modelled Do-Minimum Off-Peak Average Network Speed by Area
Appendix C Pedestrian Data
Appendix C1 Guidelines for Pedestrian Pavements and Details of Level of
Service Measurement
Appendix C2 Results of City Centre Pedestrian Flow Analysis
Baseline Traffic Report 1.1
1 Background
1.1 Metro North Background
1.1.1 Metro North is a mass transit rail system connecting Swords to the city centre, serving Dublin
Airport and a number of important communities and institutions on the north side of Dublin.
It was officially announced by the Government on November 1st, 2005, as part of the
announcement of Transport 21.
1.1.2 The Railway Procurement Agency (RPA) is mandated by the Government with implementing
Metro North. Part of the statutory process of Railway Order application is the development
of an Environment Impact Statement (EIS). The EIS will comprehensively examine all
potential environmental impacts of the Metro North project. Environment Resource
Management (ERM) has been commissioned to undertake this work.
1.1.3 MVA Consultancy was commissioned as sub-consultant to ERM to undertake the traffic impact
assessment element of the EIS. On completion, the traffic impact section of the EIS will
focus on the impact Metro North will have on the surrounding road network during the
construction year, the opening year, and a horizon of 15 years post opening. As a result, the
short, medium and long term traffic impacts are considered.
1.2 Metro North Environmental Impact Assessment
1.2.1 The main aspects of the Environmental Impact Assessment that are related to traffic flow
include:
� Traffic noise;
� Air quality;
� Impact on users of mechanised modes; and
� Impact on pedestrians, cyclists and community effects.
1.2.2 This report describes the baseline traffic environment and conditions pertaining to the area
envisaged to be directly affected by the Metro North scheme during both the construction
and operational phases.
1.3 Traffic Impact Assessment Approach
1.3.1 The process for undertaking the traffic assessment of Metro North is as follows:
� Development of suitable validated base and future year traffic models to be used as a
basis for undertaking the traffic impact assessment of the Metro North scheme;
� Determination of Baseline traffic conditions (described in detail in this report) through
the assessment of latest traffic survey data and information extracted from the
validated traffic models;
� Determination of forecast year traffic conditions, using the future year traffic models ,
for
1 Background
Baseline Traffic Report 1.2
− A without Metro North scenario, this can also be referred to as the Do Minimum
scenario (also described in this report); and
− A with Metro North scenario during both its construction and operational phases,
this can also be referred to as the Do Something scenario(s)).
� Assessment of the traffic impact for the ‘peak’ construction year and the mitigation
measures required to alleviate and reduce the associated traffic impact;
� Assessment of the traffic impact for operational year of opening and a +15 horizon
operational year;
� Extraction of traffic flow statistics for mechanised modes of transport from the traffic
models (i.e., cars, heavy goods vehicles and buses) to be used as an input into the
environmental and traffic assessment of the Metro North scheme; and
� Understanding the impact of the scheme on:
− non-mechanised transport modes, such as pedestrians and cyclists, through the
use of industry standard assessment techniques and recent survey data; and
− general traffic management and operational issues on both a local and strategic
level.
1.3.2 The assessment of the impacts of the Metro North scheme is dependent on a thorough
understanding of current conditions for each road based mode of transport operating in the
vicinity of the Metro North corridor. It is also important to understand the traffic conditions
pertaining to the No Metro or do minimum future year scenarios as these will represent the
baselines to which the traffic impact of the With Metro or do something future year scenarios
are measured against.
1.3.3 In this report, descriptions of both infrastructural provision and usage of that infrastructure
by each mode for the baseline scenarios is presented in detail along the corridor of the Metro
North scheme. This report therefore includes reference to the following modes:
� General Traffic (cars, taxis, LGVs, HGVs);
� Buses;
� Light Rail;
� Heavy Rail;
� Emergency Vehicles;
� Pedestrians and cyclists; and
� Mobility impaired and disabled.
1.4 Traffic Model Development
1.4.1 To undertake a traffic assessment for a scheme as extensive as Metro North it is important to
develop comprehensive traffic modelling tools that are ‘fit for purpose’. These models must
be capable of identifying the relative changes in traffic movements and conditions along the
Metro North corridor during both the construction and operational phases. The Metro North
scheme is approximately 18km in length and therefore penetrates a large number of areas
with very different receiving environments. These environments vary in terms of the
1 Background
Baseline Traffic Report 1.3
concentration of traffic movements and the make up of that traffic (i.e. cars, pedestrians,
cyclists, buses etc.).
1.4.2 The city centre, for example, has a high quantity and concentration of pedestrians, buses,
cars and hgvs etc. in a limited spatial environment. It is important therefore to use traffic
models and techniques that are capable of measuring the impact of these modes in such a
complex and tight environment.
1.4.3 Other areas outside the city centre do not have the same quantity and concentration of
modes and therefore do not require the same detailed traffic model as the complexity of the
modal interaction in these areas is not as complex and intensive as the city centre.
1.4.4 A number of traffic models with varying levels of sophistication have therefore been
developed to assess the traffic impact of the full Metro North scheme. These models are
described briefly below:
� The Metro North Traffic Model (MNTM) – The MNTM has been developed from the
Dublin Transportation Office Traffic Model (DTOTM). It is a SATURN based traffic model
and is used primarily to assess the strategic implications of the Metro North scheme.
The MNTM is also used to inform the other more detailed traffic models (briefly
described below) of strategic changes in travel patterns for general traffic (car and
hgv) and bus;
� The City Centre VISSIM micro-simulation model - This model is used to assess the
impact of the Metro North scheme in the city centre during the construction phase of
the Metro North scheme. This model is required for the city centre as it facilitates a
much greater level of detailed multi modal operational assessment particularly in
terms of modelling bus movements and car park accessibility; and
� Swords (R132) VISSIM micro-simulation model – This model is used to assess the
impact of the Metro North scheme along the R132 in Swords during the construction
phase. This model is a corridor model and provides a similar detailed level of multi
modal operational assessment as the City Centre VISSIM model.
1.5 Structure of Report
1.5.1 The Report is structured as follows:
Chapter 2: Terminology and Study Area
This chapter defines the Traffic Impact Assessment Study Area and the terminology used in
this report.
Chapter 3: Planning Policy and Objectives
1.5.2 Chapter 3 provides a summary of the key transport policy documents and a summary of their
objectives as they relate to Metro North.
1 Background
Baseline Traffic Report 1.4
Chapter 4: Baseline Assessment Methodology
1.5.3 Chapter 4 provides an outline of the processes applied in determining baseline traffic
conditions.
Chapter 5: Baseline Traffic Conditions (2006/ 2007)
1.5.4 Chapter 5 describes in detail the baseline traffic conditions for each distinct area along the
Metro North Corridor. Each mode of transport is considered in detail in terms of a quantitative
(e.g. the physical infrastructure available such as no. of traffic lanes, traffic flows) and
qualitative (the operating environment in terms of levels of congestion experienced) by each
mode.
Chapter 6: 2011, 2013 and 2028 Do-Minimum Traffic Conditions
1.5.5 Chapter 6 describes the do-nothing traffic conditions pertaining to the future year do-
minimum or do-nothing traffic conditions.
Baseline Traffic Report 2.1
2 Terminology and Study Area
2.1 Introduction
2.1.1 This section defines the terminology used to describe the different traffic and transport
assessment scenarios. Also described in this section is the extent of the study area.
2.1.2 Three different scenarios are used for the traffic impact assessment of the Metro North
scheme. There are two baseline scenarios and one impact scenario. These are described
below:
Baseline Scenarios
� Base Year – this scenario represents the existing situation and also the year to which
the traffic models are validated to. For the Metro North assessment the traffic models
have been validated to 20061; and
� Do Minimum Future Scenarios – these scenarios represent the future year(s) situation
without the Metro North scheme in place.
With Metro Scenarios
� Do Something Future Scenarios – these scenarios represent the future year situation
with the Metro North scheme in place. These scenarios contain the same assumptions
underpinning the Do Minimum scenarios, the only difference being the intervention of
the Metro North scheme.
2.1.3 The focus of this report is to only describe the conditions pertaining to the baseline scenarios,
described above. The traffic conditions for the base year and for the do minimum forecast
years are therefore described in detail in this report. The traffic conditions pertaining to the
with-Metro scenarios are described in the Traffic Impact of the Metro North Scheme Report.
2.2 Definition of Base Year Scenario
2.2.1 As briefly described above, the base year scenario represents a baseline or the existing
situation. The base year traffic models are required to be validated to latest traffic survey
information to ensure that the models represent the current traffic conditions. This
information includes latest traffic count data, usually in terms of vehicles on roads and at
junctions and also in terms of journey times along major roads within the assumed modelled
area.
2.2.2 The validation of the baseline models demonstrates that existing traffic conditions are
represented accurately and, most importantly, that future year traffic models (which are
developed directly from the base models) have a robust foundation and are ‘fit for purpose’.
1 2006 was chosen as the Base Year for the development of the traffic models because of the large quantity of available traffic survey
data for that year
2 Terminology and Study Area
Baseline Traffic Report 2.2
2.3 Definition of do-minimum
2.3.1 In undertaking the assessment of the traffic impact of Metro North it is necessary to have a
reference, against which the do-something scenario, or with Metro scenario, can be assessed.
This reference, the do-minimum, includes various transport and land use development
proposals which are in existence in the assumed base year, in addition to those which are
likely to be implemented on or before the respective future years, i.e. 2011, 2013 or 2028.
2.3.2 Transport infrastructural schemes included in the do minimum scenario are those for which
committed lines of funding have been established, or where the relevant local authority has
indicated that the scheme will be completed at a certain point in the future.
2.3.3 From a land use perspective, the Regional Planning Guidelines provide population and
employment forecasts on future year populations within the Greater Dublin Area as a whole,
and the breakdown within this region. The Metro North Traffic Model (MNTM) uses the
Regional Planning Guidelines population and employment forecasts as a basis for determining
the do-minimum land use characteristics, and their associated trip demand.
2.4 Definition of Study Area
2.4.1 Given the scale and length of the Metro North scheme, the study area required to assess the
impact of such a scheme is extensive in size. It is anticipated, therefore, that the Metro
North scheme will have both strategic and localised traffic impacts. The assessment approach
should reflect this and enable analysis of both categorisations of impacts. For this reason,
the Dublin Transportation Office Traffic Model (DTOTM) is used in full as the starting point for
the development of the MNTM.
2.4.2 The DTOTM is a multi-modal transport model that models all modes of mechanised transport
in the Greater Dublin Area. The DTOTM can be defined as a strategic model that models trip
movements very well on a strategic level (i.e., city wide travel patterns). However the
DTOTM is not suitable for modelling travel patterns on a more detailed local level. For this
reason the DTOTM had to be greatly enhanced in terms of network and land use
representation before it could be used to assess the full range of traffic impacts associated
with the Metro North scheme on both a detailed local and strategic level.
2.4.3 The road network representation in the DTOTM, within an approximate 2-4km band of the
area penetrated by the Metro North scheme, was enhanced so that local travel patterns could
be modelled. The area of the network enhancement can be defined as the Metro North study
area. All other features outside the Metro North study area are still retained from the DTOTM.
This approach will ensure that the full strategic (i.e., greater Dublin area) and local impacts
of the scheme are considered during both construction and operational phases of the Metro
North scheme. This new model is called the Metro North Traffic Model (MNTM).
2.4.4 The definition of the enhanced modelled area for Metro North can be defined as the area
within which traffic flows, journey times or delays may be affected by the implementation of
the scheme. The scale of the modelled area required is determined with consideration to:
� trafficked routes envisaged to be affected by both phases of the scheme;
2 Terminology and Study Area
Baseline Traffic Report 2.3
� where traffic congestion is deemed to occur during the construction phase of the
scheme;
� where relief to congestion may be provided by the operational phase of the scheme;
� impacts of traffic level changes in affected areas; and
� where dis-benefits occur due to traffic induced onto less congested roads caused by
the transfer of trips to Metro.
Figure 2.1 Metro North Study (Metro North Traffic Model) Area
2 Terminology and Study Area
Baseline Traffic Report 2.4
2.4.5 The area shown above in Figure 2.1 is the section of the full DTOTM in which most traffic
impacts of Metro North will be concentrated. This area contains road network approximately 2
km either side of the full Metro North alignment. A distance of 2 km was selected as this
represented the area within which the most pronounced direct traffic impacts will be felt, i.e.,
as a result of construction works; and indirect benefits, as a result of transfer from other
modes to Metro North would be experienced.
2.4.6 As it is most likely that local traffic impacts will be contained within this 2 km band either side
of Metro North alignment it is therefore termed the study area. Strategic impacts outside the
enhanced model area will also be experienced, and the MNTM, covering the Greater Dublin
Area (Dublin, Meath, Kildare and Wicklow) will also allow for the determination of these
impacts.
2.4.7 The network is enhanced within this area to improve local traffic representation along the
alignment. A study area definition also gives a convenient reference for reporting on forecast
year analysis.
Micro-Simulation VISSIM Model Areas
2.4.8 In conjunction with the development of the MNTM is was also necessary to develop other
traffic models to assess areas of the Metro North alignment where there is a high
concentration of traffic in a limited space environment often leading to congestion. The areas
covered by these models include the City Centre and the Swords R132. Figures 2.2 and 2.3
illustrate the extent of each model respectively.
2.4.9 The primary purpose of these models is to examine in detail the impact of the Metro North
scheme during the construction phase as the traffic management required to facilitate the
construction of Metro North is significant and requires very detailed modelling.
2.4.10 Importantly, these models are linked to the larger MNTM to ensure that strategic traffic
changes affecting other parts of the Metro North alignment are always considered.
Furthermore local changes made in the micro-simulation models are also fed back into the
MNTM. This approach maintains a clear understanding of how local and strategic impacts
inter-relate.
2 Terminology and Study Area
Baseline Traffic Report 2.5
Figure 2.2 City Centre VISSIM Model Area
2 Terminology and Study Area
Baseline Traffic Report 2.6
Figure 2.3 Swords R132 VISSIM Model Area
Baseline Traffic Report 3.1
3 Planning Policy and Objectives
3.1 Transport Context
3.1.1 The provision of high quality public transport is central to government policy on sustainable
development as expressed in the government document ‘Sustainable Development – a
Strategy for Ireland’ and in the Dublin Transportation Office Strategy - ‘Platform for Change’.
The delivery of a Metro in Dublin is seen as an essential component in securing a
consolidated and sustainable city. A northern metro route was included in ‘A Platform for
Change’ between the city centre and Swords, via the airport. This northern metro alignment
is planned to be the first of a number of integrated metro services. Metro North was
subsequently included in the government’s ten year transport investment plan, Transport 21.
3.2 Transport 21
3.2.1 Metro North is a key component in the overall public transport network that is proposed for
Dublin as part of the Transport 21 investment programme. Under the Transport 21
investment programme a new Metro line will be developed which will run from Dublin city
centre to north of Swords in County Dublin. The route, known as Metro North, was chosen
under specific evaluation criteria and following a detailed Railway Procurement Agency (RPA)
public consultation, which involved the consideration of four possible overall route options.
3.2.2 The Metro is a significant step in the creation of an integrated public transport system for
Dublin. The first phase, Metro North, will link together all of the existing rail corridors in
Dublin, by interchanging with the DART, the northern, north-western and south-eastern
suburban rail lines, and the Luas Red and Green lines and bus services along the route.
3.3 Fingal County Development Plan 2005 – 2011
3.3.1 A number of specific policies in the Fingal Development Plan 2005-2011 support the provision
of the Metro project as follows:
3.3.2 Policy TP 7 : “To prioritise public transport by safeguarding future Metro, other rail and bus
routes; promoting and facilitating the provision of new Metro and other rail facilities, rail and
bus routes ......”
and
3.3.3 Policy TP 12: “To facilitate and promote the development of a new and improved rail based
transportation system including a Metro rail link from the City to Swords via the Airport”
3.3.4 In addition to the policies that are directly related to Metro North, a number of general traffic
and transport policies are important in the context of the baseline assessment. The following
Fingal County Council policies and statements are relevant and should be taken into
consideration:
� the roads infrastructure will remain an important component of the national, regional
and local transportation network, catering for the movement of buses and goods
vehicles, pedestrians and cyclists, as well as private cars;
3 Planning Policy and Objectives
Baseline Traffic Report 3.2
� as far as is practicable health, community and educational facilities should be
accessible by means of public transport; and
� the Council is strongly committed to the promotion of sustainable means of travel
including public transport, walking and cycling, and the encouragement of modal
change from private car use to these means.
3.4 Dublin City Development Plan 2006 to 2011
3.4.1 The Dublin City Development Plan includes a number of policies that relate to traffic and
transport. Within the plan, Dublin City Council expresses support for the sustainability
principles set out in the National Spatial Strategy, Dublin Transportation Office’s ‘A Platform
for Change’ and the Regional Planning Guidelines for the Greater Dublin Area.
3.4.2 The development of Metro North is provided for within the Development Plan and Paragraph
7.4.0 states that:
3.4.3 “Dublin City Council support the measures currently being implemented or proposed by the
Railway Procurement Agency, Iarnrod Eireann, Dublin Transportation Office and other
agencies to enhance capacity on existing lines/services and provide new infrastructure
including ...........provision of Metro. Dublin City Council supports a City Centre Rail
connection to Dublin International Airport with a preference for stops at Dublin City University
and Ballymun”
3.4.4 In addition to the policies that are directly related to Metro North, a number of general traffic
and transport policies are important in the context of the baseline assessment. The following
Dublin City Council policies are relevant and should be taken into consideration:
� the traffic management policy recognises the varying needs of the city through the day
such as commuter peaks, shopping and business, service and delivery etc.;
� in assessing priority, account will be taken of the number of people and not exclusively
the number of vehicle movements;
� it is the policy of Dublin City Council to improve the management and control of traffic
in the city to increase accessibility, and to tackle the adverse road safety and
environmental impacts of the transport system;
� the imposition of increased restrictions on the use of road space, for road works or
general construction, [should be undertaken] in acceptance with the “Directions for the
control and management of road works”. This point is of relevance to the construction
phase of Metro North.
3.5 Ballymun Regeneration Masterplan
3.5.1 Ballymun Regeneration Ltd (BRL) is a Dublin City Council company set up in 1997 to plan and
implement a regeneration programme for Ballymun. BRL prepared the Ballymun
Regeneration Masterplan in 1998 which was subsequently updated in 2004. Both of these
Masterplans were prepared in the context of a lack of Government commitment on the
provision of Metro North, and a lack of certainty on the alignment for the scheme. The
Masterplan does not take cognisance of Metro North on the future development of Ballymun.
3 Planning Policy and Objectives
Baseline Traffic Report 3.3
3.6 North Ballymun Local Area Plan (LAP)
3.6.1 The North Ballymun LAP was prepared by the Planning Department of Fingal Co. Co. and was
adopted at the County Council Meeting on 06th December 2007. The LAP recognises that
suitable transport links, both internally and externally are important to the success of the
scheme. A number of transport infrastructural improvements are included for in the plan. The
plan states that the accessibility of homes and jobs, of services and public facilities, and of
opportunities for recreation and leisure, are key factors.
3.6.2 The following policies laid down in the plan are relevant in the context of this baseline
assessment:
� a Metro Station / Public Transportation hub will be accommodated at the eastern edge
of the site;
� cycle and pedestrian routes will be provided through the LAP area along desire lines;
and
� development phasing will be controlled to ensure that no unacceptable traffic impacts
occur.
3.7 Dublin Airport LAP (Masterplan)
3.7.1 The Dublin Airport LAP was adopted by Fingal Co. Co. at the Council Meeting on 20th June
2006. The LAP seeks to maintain and protect accessibility to the airport as a priority. There
are a number of policies within the Dublin Airport LAP that relate to Metro North, including:
� Policy PT1 “To encourage and facilitate the provision of an integrated public transport
network to serve Dublin Airport.”
� Policy PT2 “To provide for the development of a transport interchange including a
Metro Station at the centre of the airport campus, in accordance with the
implementation of Metro North by 2012 under the Government's Transport 21
proposals”; and
� Policy PT3 “To ensure that the development of a Metro Station in the airport campus is
undertaken to best international standards for public transport interchanges.”
Baseline Traffic Report 4.1
4 Baseline Assessment Methodology
4.1 Introduction
4.1.1 This section describes the methodology used to develop the baseline assessment.
4.1.2 The baseline assessment for Metro North includes:
� determination of baseline data requirements via consultation, on-site assessments,
and traffic surveys;
� traffic model development;
� a description of the existing environment; and
� a description of the do-minimum future year environment (2011, 2013 and 2028).
4.2 Determination of Baseline Data requirements
4.2.1 The data used to compile the baseline for this chapter included the following:
� consultation;
� on-site assessments; and
� traffic surveys.
4.2.2 These items are discussed in more detail in the following subsections.
Consultation
4.2.3 A number of agencies were consulted in relation to the development of the Metro North EIS
most notably Dublin City Council, Fingal County Council and the Dublin Transportation Office.
A number of meetings were held with these agencies at various stages in the development of
the Metro North scheme. The objective of these meetings was to discuss:
� the development of the MNTM and other models for assessing Metro North;
� future year highway networks along the Metro North corridor;
� future year land uses in the vicinity of Metro North; and
� mitigating measures required for both the construction and operational phases of
Metro North.
On-site assessments
4.2.4 Regular site visits were undertaken throughout the EIS development process. The purpose of
these site visits was to gather data related to the current highway network, including detailed
junction arrangements, banned turns, junction priority, and signal phase timings etc. This
data was used to refine the MNTM along the corridor of the scheme. In addition, data on
pedestrian, cycle and bus operating facilities was also gathered, which was used for the
purposes of assessing the impact on these modes.
4 Baseline Assessment Methodology
Baseline Traffic Report 4.2
Traffic Surveys
4.2.5 A substantial number of traffic surveys undertaken in 2005 and predominantly in 2006 were
used in the development of MNTM. These traffic surveys were used to calibrate and validate
the MNTM and also the City Centre and Swords R132 VISSIM models. Appendix A1 provides a
list of the junctions where traffic counts used in the development of traffic models were
undertaken.
4.2.6 Journey time surveys were commissioned by the DTO for several radial routes into the city
centre and other orbital routes in 2004. This survey information was obtained by MVA for the
morning peak hour 8am to 9am and the inter-peak hour of 2pm to 3pm.
4.2.7 Table 1.1 below summarises the routes used for the journey time validation. These routes
were selected based on their proximity to the study area. Route 4 passes through Swords
and Route 5 passes directly through Ballymun; both routes therefore pass though key parts
of the study area.
4.2.8 In addition to the above surveys, supplemental pedestrian counts were undertaken along the
alignment of Metro North at various stages between Spring 2005 and Autumn 2007. These
counts were used in assessing baseline pedestrian activity along the alignment of Metro
North.
4.3 Traffic Model Development
4.3.1 As described earlier in Chapter 2 a number of traffic models were developed to aid in the
traffic assessment of the Metro North Scheme during both the construction and operational
phases. These models are described in more detail below.
Metro North Traffic Model (MNTM)
4.3.2 A traffic model, Metro North Traffic Model (MNTM) was developed to assess the impact of the
scheme. The MNTM was developed from the Dublin Transportation Office Traffic Model
(DTOTM), which was significantly enhanced in terms of network and zonal detail along the
Metro North corridor, i.e. within a 2 km band either side of the alignment. In addition to the
validated base year model (2006), the following forecast years were developed:
� 2011 (Metro North indicative construction forecast year);
� 2013 (Metro North opening forecast year); and
� 2028 (Metro North horizon forecast year).
4.3.3 The above models were used to assess the impact of Metro North during the construction and
operational phases of the scheme.
4.3.4 The model development process has been outlined in the Metro North Traffic Model Base Year
Validation Report.
4 Baseline Assessment Methodology
Baseline Traffic Report 4.3
City Centre VISSIM Model (CCVM)
4.3.5 A Micro-simulation (Vissim) model was developed for Dublin city centre to assess the
localised impact of the Metro North project on mechanised modes within this area. The extent
of the City Centre Vissim Model area is illustrated in Figure 2.2. The elongated model area
extends from Dorset Street in the north to Leeson Street in the south.
4.3.6 The model includes four user classes:
� Cars and LGVs;
� HGVs;
� Bus; and
� Taxi
4.3.7 The model is a one hour AM peak model (08:00 to 09:00hrs). The CCVM and the MNTM are
interdependent so that the strategic impacts (as determined from MNTM) and the local
impacts (from CCVM) are fully appreciated.
4.3.8 The CCVM was developed using an existing LUAS Line BX VISSIM model for the City Centre.
As with the MNTM, the model was validated to 2006 traffic conditions, given that this
represented the year during which the majority of traffic counts used in its development were
undertaken.
Swords R132 VISSIM Model (SVM)
4.3.9 A Microsimulation (Vissim) model was developed for the R132 corridor in Swords to assess
the localised impact of the Metro North project on mechanised modes within this area. The
extent of the Swords Vissim Model (SVM) area is illustrated in Figure 2.3. The corridor model
area extends from the M1/ Lissenhall Interchange in the north to south of Airside retail Park
on the R132 in the south.
4.3.10 The model includes four user classes:
� Cars and LGVs;
� HGVs;
� Bus; and
� Taxi
4.3.11 The model is a one hour AM peak model (08:00 to 09:00hrs). The SVM and the MNTM are
interdependent so that the strategic impacts (as determined from MNTM) and the local
impacts (from SVM) are fully appreciated.
4.3.12 As with the MNTM, the model was validated to 2006 traffic conditions, given that this
represented the year during which the majority of traffic counts used in its development were
undertaken.
4 Baseline Assessment Methodology
Baseline Traffic Report 4.4
4.4 Description of Baseline Traffic Conditions
4.4.1 Baseline traffic conditions are described for each of the following years:
� 2006/ 2007, representing base year (during which the vast majority of the traffic
surveys were undertaken)
� 2011, representing the do-nothing assumed construction year
� 2013, representing the do-nothing assumed opening year
� 2028, representing the do-nothing assumed horizon year (opening year + 15 years)
4.4.2 Baseline traffic conditions are described for each road based mode of transport:
� General Traffic;
� Bus;
� Taxi;
� Pedestrians; and
� Cyclists.
4.4.3 Each mode has a series of sub-user classes, based on the multiple requirements for each
mode. These requirements vary significantly from area to area. In general, the number of
street requirements for each mode increases substantially from north to south along the
alignment of Metro North in proportion to the density of adjoining developments.
General traffic
� Movement;
� Access/ egress to off-street multi-story car park;
� Access/ egress to off-street office and residential car parks;
� Set-down and pick-up;
� On-street parking; and
� Loading/ servicing.
Bus
� Movement,
� Bus stopping for set-down and pick-up of passengers;
� Bus turn-around between end of one leg and start of return journey; and
� Access/ egress to bus depots from start/ end of bus routes.
Taxi
� Movement; and
� Set-down and pick-up of passengers.
4 Baseline Assessment Methodology
Baseline Traffic Report 4.5
Pedestrians
� Movement;
� Access/ egress to adjoining buildings, public transport nodes or off-street car parks;
and
� Bus passengers waiting for bus services operating on that street.
Cycling
� Movement; and
� Cycle parking.
4.4.4 For each road user type a descriptions of the baseline (2006/ 2007) conditions are described
as follows:
� Infrastructure available: e.g. no. of traffic lanes, junction types, bus priority, bus
stops, footpaths, pedestrian crossings, cycle lanes, etc.;
� Activity: quantified where data is available, otherwise observations of activity classified
as either low, medium or high; and
� Current conditions, e.g. levels of congestion, pedestrian/ cycle environment etc.
4.4.5 Where possible, this approach has also been adopted in terms of describing the future year
do-nothing years, i.e. 2011, 2013 and 2028.